math.NASep 10, 2026

A variational physics-informed graph neural network for heterogeneous solid mechanics

Authors: Aashay Rajan YadavAmiya Prakash DasRatna Kumar Annabattula

Abstract

Stress localization in heterogeneous solids is governed by the bimaterial interface, where the displacement field remains C0C^0-continuous, while in-plane stresses jump due to the stiffness mismatch. Coordinate-based physics-informed neural networks (PINNs) represent this jump via a prescribed regularization width or a weighted interface penalty, making their accuracy sensitive to how phase-contrast changes are handled. This work presents a variational, label-free physics-informed graph neural network (PI-GNN) in which the heterogeneity is carried by the discretization rather than by the trial field. The solver operates on a conforming adaptive mesh graph, assigns constitutive behavior per element, and minimizes the discrete total potential energy as a single unweighted objective in which only first derivatives appear. The discrete energy on piecewise-linear elements coincides with the finite element (FE) Ritz functional. Dirichlet conditions are enforced by construction, with no penalty term, no interface weight, and no prescribed transition width. Using one fixed architecture, optimizer, and loss across small-strain elasticity and finite-strain Neo-Hookean hyperelasticity in two and three dimensions, the von Mises error remains below 3.58%3.58\% across a stiffness-contrast sweep spanning (Einc/Emat[102,102])(E_{\mathrm{inc}}/E_{\mathrm{mat}}\in[10^{-2},10^{2}]), where a strong-form PINN degrades to 5.58%5.58\%, and its displacement error reaches 7.66%7.66\% against 0.49%0.49\% for the PI-GNN. A trained network halves the (σxxσ_{xx}) error of an energy-based PINN (5.01%5.01\% versus 10.94%10.94\%). Training cost exceeds a single FE solve by more than an order of magnitude, so the construction is a variationally consistent, penalty-free interface representation for parametric surrogates and inverse identification rather than a replacement for a one-off FE analysis.

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